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Analisis Harga Satuan Pekerjaan

1. The document provides an analysis of unit prices for various construction works including preparation works, earthworks, foundations, concrete works, formworks and reinforcements. 2. It lists the materials, labor and unit costs for items like clearing sites, installing formworks, excavation, backfilling, compacting, stone foundations, brick foundations, concrete mixing and placing, formworks and reinforcements. 3. For each work item, it specifies the quantities of materials and labor hours, along with their unit rates to calculate the total material, labor and unit costs. The costs are broken down into sub-totals for materials, labor and overall unit costs.

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Satria Melga Utama
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617 views7 pages

Analisis Harga Satuan Pekerjaan

1. The document provides an analysis of unit prices for various construction works including preparation works, earthworks, foundations, concrete works, formworks and reinforcements. 2. It lists the materials, labor and unit costs for items like clearing sites, installing formworks, excavation, backfilling, compacting, stone foundations, brick foundations, concrete mixing and placing, formworks and reinforcements. 3. For each work item, it specifies the quantities of materials and labor hours, along with their unit rates to calculate the total material, labor and unit costs. The costs are broken down into sub-totals for materials, labor and overall unit costs.

Uploaded by

Satria Melga Utama
Copyright
© © All Rights Reserved
We take content rights seriously. If you suspect this is your content, claim it here.
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ANALISIS HARGA SATUAN PEKERJAAN

Harga Satuan Jumlah Harga


NO. Uraian Upah (Rp) Bahan (Rp)
(Rp) (Rp)
1 2 3 4 5 6
I PEKERJAAN PERSIAPAN (SNI NASIONAL 2018)
1 1 m² Pembersihan Lokasi
Upah
0,100 OH Pekerja 70.000,00 7.000,00
0,050 OH Mandor 90.000,00 4.500,00
SUB JUMLAH 11.500,00 11.500,00
2 1 m' mengukuran dan Pemasangan Bouwplank
Bahan
0,012 m3 Kayu meranti 5.746.000,00 68.952,00
0,020 kg Paku reng 16.750,00 335,00
0,007 m3 Kayu meranti papan 6.791.400,00 47.539,80
Upah
0,100 OH Pekerja 70.000,00 7.000,00
0,100 OH Tukang kayu 85.000,00 8.500,00
0,010 OH Kepala tukang kayu 87.500,00 875,00
0,005 OH Mandor 90.000,00 450,00
SUB JUMLAH 16.825,00 116.826,80 133.651,80
II PEKERJAAN TANAH DAN PONDASI (SNI NASIONAL 2018)
1 1 m³ Galian Tanah
Upah
0,750 OH Pekerja 70.000,00 52.500,00
0,025 OH Mandor 90.000,00 2.250,00
SUB JUMLAH 54.750,00 54.750,00
2 1 m³ Urugan Tanah Kembali
Upah
0,102 OH Pekerja 70.000,00 7.140,00
0,019 OH Mandor 90.000,00 1.710,00
SUB JUMLAH 8.850,00 8.850,00
3 1 m³ Urugan Tanah
Bahan
1,200 m3 Tanah urug 125.400,00 150.480,00
Upah
0,102 OH Pekerja 70.000,00 7.140,00
0,019 OH Mandor 90.000,00 1.710,00
SUB JUMLAH 8.850,00 150.480,00 159.330,00
4 1 m³ Urugan Pasir
Upah
1,100 m3 Pasir Urug 116.000,00 127.600,00
0,300 OH Pekerja 70.000,00 21.000,00
0,100 OH Mandor 90.000,00 9.000,00
SUB JUMLAH 30.000,00 127.600,00 157.600,00
5 1 m³ Batu Pasangan Anstamping
Bahan
1,200 m3 Batu kali belah 261.250,00 313.500,00
0,300 m3 Pasir urug 116.000,00 34.800,00
Upah
0,780 OH Pekerja 70.000,00 54.600,00
0,390 OH Tukang batu 85.000,00 33.150,00
0,039 OH Kepala tukang batu 87.500,00 3.412,50
0,039 OH Mandor 90.000,00 3.510,00
SUB JUMLAH 94.672,50 348.300,00 442.972,50
6 1 m³ Pondasi Batu Kali
Bahan
1,100 m3 Batu kali belah 261.250,00 287.375,00
136,000 kg Semen portland 1.200,00 163.200,00
0,544 m3 Pasir pasang 156.750,00 85.272,00
Upah
1,500 OH Pekerja 70.000,00 105.000,00
0,750 OH Tukang batu 85.000,00 63.750,00
1 2 3 4 5 6
0,075 OH Kepala tukang batu 87.500,00 6.562,50
0,075 OH Mandor 90.000,00 6.750,00
SUB JUMLAH 182.062,50 535.847,00 717.909,50
7 1 m³ Pondasi Rollag Batu Bata
Bahan
70,000 bh Batu bata merah 750,00 52.500,00
0,287 zak Semen portland 47.050,00 13.503,35
0,040 m3 Pasir pasang 156.750,00 6.270,00
Upah
0,300 OH Pekerja 70.000,00 21.000,00
0,100 OH Tukang batu 85.000,00 8.500,00
0,010 OH Kepala tukang batu 87.500,00 875,00
0,015 OH Mandor 90.000,00 1.350,00
SUB JUMLAH 31.725,00 72.273,35 103.998,35
III PEKERJAAN BETON (SNI NASIONAL 2018)
1 1 m³ Beton K-300
Bahan
10,325 zak Semen Portland 40 kg 47.050,00 485.791,25
0,426 m3 Pasir beton 292.600,00 124.647,60
0,537 m3 Batu pecah mesin 1/2 261.250,00 140.291,25
215,000 lt Air 140,00 30.100,00
Upah
1,650 OH Pekerja 70.000,00 115.500,00
0,275 OH Tukang batu 85.000,00 23.375,00
0,028 OH Kepala tukang batu 87.500,00 2.450,00
0,830 OH Mandor 90.000,00 74.700,00
SUB JUMLAH 216.025,00 780.830,10 996.855,10
2 1 m³ Beton K-225
Bahan
9,275 zak Semen Portland 40 kg 47.050,00 436.388,75
0,436 m3 Pasir beton 292.600,00 127.573,60
0,551 m3 Batu pecah mesin 1/2 261.250,00 143.948,75
215,000 lt Air 140,00 30.100,00
Upah
1,650 OH Pekerja 70.000,00 115.500,00
0,275 OH Tukang batu 85.000,00 23.375,00
0,028 OH Kepala tukang batu 87.500,00 2.450,00
0,083 OH Mandor 90.000,00 7.470,00
SUB JUMLAH 148.795,00 738.011,10 886.806,10
3 1 kg Pembesian dengan Besi Ulir 39
Bahan
1,050 kg Besi beton ulir 9.950,00 10.447,50
0,015 kg Kawat bendrat 20.900,00 313,50
Upah
0,007 OH Pekerja 70.000,00 490,00
0,007 OH Kepala tukang besi 87.500,00 612,50
0,000 OH Mandor 90.000,00 0,00
SUB JUMLAH 1.102,50 10.761,00 11.863,50
4 1 kg Pembesian dengan Besi polos U24
Bahan
1,050 kg Besi beton ulir 9.950,00 10.447,50
0,015 kg Kawat bendrat 20.900,00 313,50
Upah
0,007 OH Pekerja 70.000,00 490,00
0,007 OH Kepala tukang besi 87.500,00 612,50
0,000 OH Mandor 90.000,00 0,00
SUB JUMLAH 1.102,50 10.761,00 11.863,50
5 1 m² Begesting untuk Sloof, Kolom, dan Balok
Bahan
0,022 m3 Kayu meranti papan 6.791.400,00 149.410,80
0,022 m3 Kayu meranti usuk 3.498.000,00 76.956,00
0,300 kg Paku biasa 16.750,00 5.025,00
0,100 lt Minyak begesting 8.900,00 890,00
Upah
1 2 3 4 5 6
0,520 OH Pekerja 70.000,00 36.400,00
0,260 OH Tukang kayu 85.000,00 22.100,00
0,026 OH Kepala tukang kayu 87.500,00 2.275,00
0,026 OH Mandor 90.000,00 2.340,00
SUB JUMLAH 63.115,00 232.281,80 295.396,80
6 1 m³ Beton Sloof 15/20
Bahan
1,000 m3 Beton K300 996.860,00 996.860,00
13,330 m2 Begesting 2x pakai 295.400,00 3.937.682,00
252,947 kg Besi beton polos U24 11.863,50 3.000.836,73
0,000 kg Besi beton ulir U39 11.863,50 0,00
SUB JUMLAH 7.935.378,73 7.935.378,73
7 1 m³ Beton Kolom Praktis (15/15)
Bahan
1,000 m3 Beton K225 886.806,10 886.806,10
13,330 m2 Begesting 2x pakai 295.396,80 3.937.639,34
191,047 kg Besi beton polos U24 11.863,50 2.266.486,08
SUB JUMLAH 7.090.931,53 7.090.931,53
8 1 m³ Beton Balok Ring Balk (15/15)
Bahan
1,000 m3 Beton K225 886.806,10 886.806,10
13,330 m2 Begesting 2x pakai 295.396,80 3.937.639,34
162,620 kg Besi beton polos U24 11.863,50 1.929.242,37
SUB JUMLAH 6.753.687,81 6.753.687,81
9 1 m³ Dak Beton t=10 cm
Bahan
1,000 m3 Beton K300 996.855,10 996.855,10
8,000 m2 Begesting 2x pakai 295.396,80 2.363.174,40
132,000 kg Besi beton polos U24 11.863,50 1.565.982,00
SUB JUMLAH 4.926.011,50 4.926.011,50
IV PEKERJAAN PASANGAN (SNI NASIONAL 2018)
1 1 m² Pasang Dinding Bata 1:3
Bahan
70,000 bh Batu Bata Merah 750,00 52.500,00
0,287 zak Semen Portland 40 kg 47.050,00 13.503,35
0,040 m3 Pasir Pasang 156.750,00 6.270,00
Upah
0,300 OH Pekerja 70.000,00 21.000,00
0,100 OH Tukang Batu 85.000,00 8.500,00
0,010 OH Kepala Tukang Batu 87.500,00 875,00
0,015 OH Mandor 90.000,00 1.350,00
SUB JUMLAH 31.725,00 72.273,35 103.998,35
2 1 m² Pasang Dinding Bata 1 : 5
Bahan
70,000 bh Batu Bata Merah 750,00 52.500,00
0,090 zak Semen Portland 40 kg 47.050,00 4.234,50
0,045 m3 Pasir Pasang 156.750,00 7.053,75
Upah
0,300 OH Pekerja 70.000,00 21.000,00
0,150 OH Tukang Batu 85.000,00 12.750,00
0,015 OH Kepala Tukang Batu 87.500,00 1.312,50
0,015 OH Mandor 90.000,00 1.350,00
SUB JUMLAH 36.412,50 63.788,25 100.200,75
3 1 m² Plesteran Tebal 15 mm 1 : 5
Bahan
0,014 zak Semen Portland 40 kg 47.050,00 658,70
0,026 m3 Pasir Pasang 156.750,00 4.075,50
Upah
0,300 OH Pekerja 70.000,00 21.000,00
0,150 OH Tukang Batu 85.000,00 12.750,00
0,015 OH Kepala Tukang Batu 87.500,00 1.312,50
0,015 OH Mandor 90.000,00 1.350,00
SUB JUMLAH 36.412,50 4.734,20 41.146,70
4 1 m² Acian Beton
1 2 3 4 5 6
Bahan
0,065 zak Semen Portland 40 kg 47.050,00 3.058,25
Upah
0,200 OH Pekerja 70.000,00 14.000,00
0,100 OH Tukang Batu 85.000,00 8.500,00
0,010 OH Kepala Tukang Batu 87.500,00 875,00
0,010 OH Mandor 90.000,00 900,00
SUB JUMLAH 24.275,00 3.058,25 27.333,25
V PEKERJAAN KAP (AHSP LITBANG PUPR 2016)
1 1 m³ Pemasangan Kuda-Kuda
Bahan
1,000 m3 Balok Meranti 6.269.000,00 6.269.000,00
13,000 kg Besi Strip Tebal 5 mm 11.000,00 143.000,00
5,000 kg Paku Biasa 15.700,00 78.500,00
Upah
4,000 OH Pekerja 70.000,00 280.000,00
11,000 OH Tukang Kayu 85.000,00 935.000,00
1,000 OH Kepala Tukang Kayu 87.500,00 87.500,00
0,200 OH Mandor 90.000,00 18.000,00
SUB JUMLAH 1.320.500,00 6.490.500,00 7.811.000,00
2 1 m³ Pemasangan Gording, Nok, dan, Balok Kayu
Bahan
1,100 m3 Balok Kayu Meranti 6.269.000,00 6.895.900,00
15,000 kg Besi Strip Tebal 5 mm 11.000,00 165.000,00
3,000 kg Paku Biasa 15.700,00 47.100,00
Upah
6,700 OH Pekerja 70.000,00 469.000,00
20,100 OH Tukang Kayu 85.000,00 1.708.500,00
2,010 OH Kepala Tukang Kayu 87.500,00 175.875,00
0,335 OH Mandor 90.000,00 30.150,00
SUB JUMLAH 2.383.525,00 7.108.000,00 9.491.525,00
VI PEKERJAAN PENUTUP ATAP DAN TALANG (AHSP LITBANG PUPR 2016)
1 1 m² Pemasangan Rangka Atap Genteng Keramik
Bahan
0,014 m3 Kasau 5 x 7 5.746.600,00 80.452,40
0,003 m3 Reng 2 x 3 6.269.000,00 18.807,00
0,250 kg Paku reng/usuk 16.750,00 4.187,50
Upah
0,100 OH Pekerja 70.000,00 7.000,00
0,100 OH Tukang Kayu 85.000,00 8.500,00
0,010 OH Kepala Tukang Kayu 87.500,00 875,00
0,005 OH Mandor 90.000,00 450,00
SUB JUMLAH 16.825,00 103.446,90 120.271,90
2 1 m² Pemasangan Atap Genteng Kodok
Bahan
25,000 Bh Genteng Kodok 4.200,00 105.000,00
Upah
0,100 OH Pekerja 70.000,00 7.000,00
0,055 OH Tukang Kayu 85.000,00 4.675,00
0,008 OH Kepala Tukang Kayu 87.500,00 700,00
0,008 OH Mandor 90.000,00 720,00
SUB JUMLAH 13.095,00 105.000,00 118.095,00
3 1 m' Pemasangan Bubung Genteng Kodok Glazur
Bahan
5,000 bh Genteng bubung 17.900,00 89.500,00
8,000 kg Semen portland 1.200,00 9.600,00
0,032 m3 Pasir pasang 156.750,00 5.016,00
Upah
0,400 OH Pekerja 70.000,00 28.000,00
0,200 OH Tukang Kayu 85.000,00 17.000,00
0,010 OH Kepala Tukang Kayu 87.500,00 875,00
0,001 OH Mandor 90.000,00 90,00
SUB JUMLAH 45.965,00 104.116,00 150.081,00
VII PEKERJAAN LISPLANK DAN PLAFOND (AHSP LITBANG PUPR 2016)
1 2 3 4 5 6
1 1 m³ Pemasangan lisplank
Bahan
0,018 m3 Papan Kayu Sengon 3.656.950,00 65.825,10
0,100 kg Paku biasa 15.700,00 1.570,00
Upah
0,100 OH Pekerja 70.000,00 7.000,00
0,200 OH Tukang Kayu 85.000,00 17.000,00
0,020 OH Kepala Tukang Kayu 87.500,00 1.750,00
0,005 OH Mandor 90.000,00 450,00
SUB JUMLAH 26.200,00 67.395,10 93.595,10
2 1 m² Pas. Plafond Kalsiboard Rangka Hollow
Bahan
0,750 m Besi Hollow 40/40 41.000,00 30.750,00
2,000 m Besi Hollow 20/20 31.000,00 62.000,00
0,382 lbr Kalsiboard 15.700,00 5.997,40
4,000 bh Paku Skrup 300,00 1.200,00
Upah
0,150 OH Pekerja 70.000,00 10.500,00
0,250 OH Tukang 85.000,00 21.250,00
0,025 OH Kepala Tukang 87.500,00 2.187,50
0,075 OH Mandor 90.000,00 6.750,00
SUB JUMLAH 40.687,50 99.947,40 140.634,90
VIII PEKERJAAN KUSEN PINTU DAN JENDELA (SNI NASIONAL 2018)
1 1 m' Pemasangan Kusen Alumunium 4"
Bahan
1,050 m Kusen alumunium 4"x1 3/4" 104.500,00 109.725,00
1,000 bh Skrup/ripet 500,00 500,00
4,000 tube Sealant 7.350,00 29.400,00
Upah
0,150 OH Pekerja 70.000,00 10.500,00
0,020 OH Tukang Besi 85.000,00 1.700,00
0,022 OH Kepala Tukang Besi 87.500,00 1.925,00
0,025 OH Mandor 90.000,00 2.250,00
SUB JUMLAH 16.375,00 139.625,00 156.000,00
2 1 m² Frame Daun Pintu Alumunium 4,5x11 cm (ambang bawah)
Bahan
1,050 m Frame daun pintu alumunium 4,5x11282.150,00
cm 296.257,50
1,000 m Karet kusen alumunium 2.400,00 2.400,00
4,000 bh Skrup/ripet 500,00 2.000,00
Upah
0,150 OH Pekerja 70.000,00 10.500,00
0,250 OH Tukang Besi 85.000,00 21.250,00
0,022 OH Kepala Tukang Besi 87.500,00 1.925,00
0,025 OH Mandor 90.000,00 2.250,00
SUB JUMLAH 35.925,00 300.657,50 336.582,50
3 1 m² Pemasangan Kaca 5 mm
Bahan
1,100 m2 Kaca 5 mm 76.000,00 83.600,00
0,050 Kg Sealant 7.350,00 367,50
Upah
0,015 OH Pekerja 70.000,00 1.050,00
0,150 OH Tukang Kayu 85.000,00 12.750,00
0,015 OH Kepala Tukang Kayu 87.500,00 1.312,50
0,001 OH Mandor 90.000,00 72,00
SUB JUMLAH 15.184,50 83.967,50 99.152,00
IX PEKERJAAN TEGEL LANTAI (SNI NASIONAL 2018)
1 1 m² Pemasangan Keramik Lantai 30 x 30 cm
Bahan
0,800 zak Semen PC 40 kg 47.050,00 37.640,00
8,300 kg Semen nat warna 17.250,00 143.175,00
0,045 m3 Pasir pasang 156.750,00 7.053,75
1,620 m2 Tegel keramik 30x30 cm 39.750,00 64.395,00
Upah
0,700 OH Pekerja 70.000,00 49.000,00
1 2 3 4 5 6
0,350 OH Tukang batu 85.000,00 29.750,00
0,035 OH Kepala Tukang batu 87.500,00 3.062,50
0,035 OH Mandor 90.000,00 3.150,00
SUB JUMLAH 84.962,50 252.263,75 337.226,25
X PEKERJAAN INSTALASI LISTRIK (AHSP LITBANG PUPR 2016)
1 1 titik Pemasangan Lampu 13 watt
Bahan
7,500 m Kabel NYM 2 x 2.5 mm 8.400,00 63.000,00
0,330 bh Klem Kabel 6.200,00 2.046,00
1,000 bh Fitting lampu 5.200,00 5.200,00
1,700 m Pipa listrik PVC 5/8 4.300,00 7.310,00
1,000 bh Lampu LED philips 13 Watt 42.100,00 42.100,00
Upah
0,330 OH Pekerja 70.000,00 23.100,00
0,100 OH Tukang listrik 85.000,00 8.500,00
0,025 OH Kepala tukang listrik 87.500,00 2.187,50
0,025 OH Mandor 90.000,00 2.250,00
SUB JUMLAH 36.037,50 119.656,00 155.693,50
2 1 titik Pemasangan Stop Kontak
Bahan
7,500 m Kabel NYM 2 x 2.5 mm 8.400,00 63.000,00
0,330 bh Klem Kabel 6.200,00 2.046,00
1,700 btg Pipa listrik PVC 5/8 4.300,00 7.310,00
1,000 bh Stopkontak tanam broco 11.500,00 11.500,00
Upah
0,500 OH Pekerja 70.000,00 35.000,00
0,100 OH Tukang listrik 85.000,00 8.500,00
0,025 OH Kepala tukang listrik 87.500,00 2.187,50
0,025 OH Mandor 90.000,00 2.250,00
SUB JUMLAH 47.937,50 83.856,00 131.793,50
3 1 titik Pemasangan Saklar Tunggal
Bahan
1,000 bh Saklar tunggal brocco 12.500,00 12.500,00
Upah
0,100 OH Pekerja 70.000,00 7.000,00
0,330 OH Tukang listrik 85.000,00 28.050,00
0,025 OH Kepala tukang listrik 87.500,00 2.187,50
0,025 OH Mandor 90.000,00 2.250,00
SUB JUMLAH 39.487,50 12.500,00 51.987,50
XI PEKERJAAN INSTALASI AIR (AHSP LITBANG PUPR 2016)
1 1 unit Pemasangan 1 buah kran
Bahan
1,000 m Kran air 36.300,00 36.300,00
0,025 bh Sealtape 3.150,00 78,75
Upah
0,010 OH Pekerja 70.000,00 700,00
0,400 OH Tukang batu 85.000,00 34.000,00
0,040 OH Kepala tukang 87.500,00 3.500,00
0,005 OH Mandor 90.000,00 450,00
SUB JUMLAH 38.650,00 36.378,75 75.028,75
2 1 m Pemasangan pipa PVC 3/4"
Bahan
1,200 m Pipa PVC 3/4 " 36.300,000 43.560,000
Upah
0,036 OH Pekerja 70.000,00 2.520,000
0,060 OH Tukang batu 85.000,00 5.100,000
0,006 OH Kepala tukang 87.500,00 525,000
0,002 OH Mandor 90.000,00 180,000
SUB JUMLAH 8.325,000 43.560,000 51.885,000
XII PEKERJAAN FINISHING (SNI NASIONAL 2018)
1 1 m² Pengerjaan Cat Dinding Interior
Bahan
0,120 kg Alkalin 28.500,00 3.420,00
0,360 klg Cat tembok interior 34.000,00 12.240,00
1 2 3 4 5 6
Upah
0,028 OH Pekerja 70.000,00 1.960,00
0,042 OH Tukang cat 85.000,00 3.570,00
0,004 OH Kepala tukang cat 87.500,00 350,00
0,003 OH Mandor 90.000,00 270,00
SUB JUMLAH 6.150,00 15.660,00 21.810,00
2 1 m² Pekerjaan Cat Dinding Eksterior
Bahan
0,120 kg Alkalin 28.500,00 3.420,00
0,360 klg Cat tembok eksterior 90.000,00 32.400,00
Upah
0,028 OH Pekerja 70.000,00 1.960,00
0,042 OH Tukang cat 85.000,00 3.570,00
0,004 OH Kepala tukang cat 87.500,00 350,00
0,003 OH Mandor 90.000,00 270,00
SUB JUMLAH 6.150,00 35.820,00 41.970,00
XIII PEKERJAAN LAIN-LAIN (SNI 7395:2008 No. 6.58)
1 1 m² Pemasangan Batu Alam
Bahan
1,100 m2 Batu Tempel Marmo Hitam 65.000,00 71.500,00
11,700 kg Semen portland 1.200,00 14.040,00
0,030 m3 Pasir Pasang 156.750,00 4.702,50
Upah
0,700 OH Pekerja 70.000,00 49.000,00
0,350 OH Tukang batu 85.000,00 29.750,00
0,035 OH Kepala tukang batu 87.500,00 3.062,50
0,035 OH Mandor 90.000,00 3.150,00
SUB JUMLAH 84.962,50 90.242,50 175.205,00

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